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胶粉改性沥青的性能研究 总被引:4,自引:0,他引:4
研究胶粉改性沥青(CRMA)的性能,尤其是CRMA的长期稳定性和循环稳定性,并分析制备工艺、胶粉品种、胶粉粒径以及混合时间对CRMA稳定性和常规性能的影响。结果表明,采用试验工艺制备的CRMA具有良好的稳定性,离析温度均低于2℃;CRMA常规性能受制备工艺、胶粉种类和混合时间等因素影响显,但对胶粉粒径的依赖性不大;最佳混合时间一般约为4h。 相似文献
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李建鑫 《合成材料老化与应用》2019,48(4)
废旧轮胎经加工处理后可形成再生应用于道路建设行业中的胶粉材料,以橡胶粉为研究对象,以温拌技术为基础,选取了AC-13和SUP-20两种不同级配,研制了掺不同胶粉数量的温拌橡胶沥青混合料,通过混合料高温稳定性、低温抗裂性、抗水损害性、抗疲劳性的综合性能对比分析,探究了温拌橡胶沥青混合料路用性能的影响规律。研究表明:胶粉掺量在25%时混合料的路用性能达到较好状态。最后从工程应用角度对温拌橡胶沥青混合料的施工工艺进行总结,研究对于温拌橡胶沥青混合料技术的推广应用具有重要意义。 相似文献
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研究了胶粉改性沥青(CRMA)母料的流变特性,考察了混合时间及混合温度对CRMA母料流变特性的影响,提出并验证了胶粉对沥青改性的"力化学"机理。结果表明,与基质沥青相比,CRMA母料的表观黏度较高,黏流活化能与非牛顿指数较低,加入胶粉显著降低了沥青流变特性对剪切速率和温度变化的敏感性;提高混合温度与延长混合时间对CRMA母料流变特性的影响较大,最佳的混合时间为2h;胶粉与沥青混合过程中,混合体系的温度和胶粉的降解度随着混合时间的延长而增大,且在混合时间为2h时,80%以上的胶粉已发生降解;改性机理符合"力化学"原理。 相似文献
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为解决公路超薄层罩面病害和体积设计方法的不足,以胶粉和SBS改性沥青为原料制备高性能胶粉改性沥青,采用体积性能平衡设计方法,对胶粉改性沥青TOM-10混合料进行配合比设计,对胶粉改性沥青TOM-10混合料的路用性能进行分析,并与SBS改性沥青TOM-10混合料进行对比。结果表明:胶粉改性沥青的耐高、低温和耐老化性能均优于SBS改性沥青;采用体积性能平衡设计方法设计的胶粉改性沥青TOM-10混合料的动稳定度、残留稳定度、劈裂强度比和最大弯拉应变均远大于规范要求;胶粉改性沥青TOM-10混合料的高温稳定性能、抗水损害性能、低温抗裂性能和耐疲劳性能优于SBS改性沥青TOM-10混合料,胶粉的加入可以提升沥青混合料的耐久性能。 相似文献
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《现代化工》2017,(1)
制备了胶粉改性沥青(CRMA)并在实验室中进行老化,并在老化后的CRMA中添加苯乙烯—丁二烯—苯乙烯三嵌段共聚物(SBS)、橡胶油、胶粉进行再生。以SBS质量分数、橡胶油质量分数、胶粉质量分数以及再生温度作为四因素进行正交实验,并对结果进行极差和方差分析,探究各因素对再生CRMA性质的影响,并对其进行了优化。实验结果表明,各因素对再生CRMA性质影响程度大小依次为:温度、SBS质量分数、橡胶油质量分数、胶粉质量分数;优化结果为:SBS的质量分数为1%,橡胶油的质量分数为6%,胶粉的质量分数为7%,再生温度为200℃,在此方案下制备的再生CRMA各项性质符合中石化CRMA-Ⅲ类标准。 相似文献
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《橡胶工业》2021,(4)
为解决公路超薄层罩面病害和体积设计方法的不足,以胶粉和苯乙烯-丁二烯-苯乙烯热塑性弹性体(SBS)改性沥青为原料制备高性能胶粉改性沥青,采用体积性能平衡设计方法,对胶粉改性沥青TOM-10混合料进行配合比设计,对胶粉改性沥青TOM-10混合料的路用性能进行分析,并与SBS改性沥青TOM-10混合料进行对比。结果表明:胶粉改性沥青的耐高、低温和耐老化性能均优于SBS改性沥青;采用体积性能平衡设计方法设计的胶粉改性沥青TOM-10混合料的动稳定度、残留稳定度、劈裂强度比和最大弯拉应变均远大于规范要求;胶粉改性沥青TOM-10混合料的高温稳定性能、抗水损害性能、低温抗裂性能和耐疲劳性能优于SBS改性沥青TOM-10混合料,胶粉的加入可以提升沥青混合料的耐久性能。 相似文献
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研究了剪切时间、剪切温度以及胶粉、交联剂和活化剂用量对胶粉改性沥青性能的影响。结果表明,提高胶粉用量会增大体系的黏度,交联剂在增大体系黏度的同时也改善了其耐老化性能和高温储存稳定性,活化剂的加入可以降低体系黏度并提高其高温储存稳定性。在剪切时间为45 min和剪切温度为180℃的条件下,通过添加质量分数为25%的胶粉、占胶粉质量0.5%的交联剂以及少量的活化剂制备了高温储存稳定性及其他性能良好的胶粉改性沥青。对所制备胶粉改性沥青在沥青混合料密级配AC-16中的应用性能进行了检测,各项指标均能满足相关技术标准的要求。 相似文献
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We investigated the thermooxidative aging mechanism of crumb‐rubber‐modified asphalts (CRMAs) by tracing the evolution of the chemical structure and physical properties of CRMA during aging. The chemical structural evolution of crumb rubber (CR) in various aged CRMAs was characterized by measurement of the crosslink structure and composition of extracted CR. The residual asphalt of the aged CRMA was investigated by IR spectroscopy. The physical properties of CRMA were characterized by conventional testing before and after aging. We found that the change in the physical properties of CRMA correlated well with both the evolution of the rubber network and the oxidation of asphalt. The thermooxidative aging resistance of CRMA was improved with increasing CR dosage; this further illustrated that aging promoted the dissolution of CR into asphalt. © 2015 Wiley Periodicals, Inc. J. Appl. Polym. Sci. 2016 , 133, 43323. 相似文献
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Desulfurized rubber (DR) and low-density polyethylene (LDPE) were used to modify bitumen. The basic physical properties, rheological properties, chemical composition, thermogravimetric behavior, and morphological characteristics were determined and evaluated to analyze the performance and mechanism of DR and LDPE compound-modified asphalt. A series of experiments (e.g., conventional test methods, rotational viscosity, storage stability, and dynamic shear rheometer tests), Fourier transform infrared spectroscopy, thermogravimetric analysis–differential scanning calorimetry, fluorescence microscopy, and atomic force microscopy were conducted. The results revealed that DR-modified asphalt (DRMA) had increases in the penetration, ductility, softening point, and penetration index by 30.2, 22.3, 3.5, and 11.1%, respectively, over the crumb rubber-modified asphalt (CRMA). The compatibility between the asphalt and modifier is better for DRMA than for CRMA. These findings indicate that DRMA has a better pavement performance than CRMA. Furthermore, compared with DR-modified bitumen, LDPE inclusions increased the value of G*/sin δ by at least 75.9% and improved the thermal properties. Morphological observations confirmed that the DR/LDPE additives were better dispersed than crumb rubber and formed a more homogeneous phase separation in the asphalt. © 2019 Wiley Periodicals, Inc. J. Appl. Polym. Sci. 2019 , 136, 48194. 相似文献
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废橡胶颗粒沥青混合料级配组成的优化 总被引:1,自引:0,他引:1
应用星点设计-效应面优化法进行废橡胶颗粒沥青混合料级配组成的优化设计,运用SPSS软件分析实验结果,描绘了橡胶颗粒掺量、粗集料用量和粗橡胶颗粒用量等影响因素的效应面,建立了相应的数学模型,得到了橡胶颗粒沥青混合料的最优级配组成。结果表明,当橡胶颗粒掺量为2.0%~6.0%、粗集料用量为60.0%~75.0%、粗橡胶颗粒用量为30.0%~60.0%时,橡胶颗粒沥青混合料综合性能最优;将星点设计-效应面优化法应用于橡胶颗粒沥青混合料的级配组成优化是可行的。 相似文献
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采用熔融共混法,以克拉玛依90#沥青为原料,Mg-Al水滑石(LDHs)与废橡胶粉(CR)作为改性剂,制备了具有抗紫外老化性能的水滑石/废胶粉复合改性沥青(LDHs/CRMA),并对其软化点、针入度指数(PI)、延度进行了测试。通过Hassan数学方法将三个指标“归一化”得到总评“归一值”,采用响应面分析法建立总评“归一值”与各因素之间的Box-Behnken数学模型,得到了LDHs/CRMA的最优制备工艺条件为:剪切温度173℃、剪切时间89 min、剪切速率3500 r/min。通过紫外老化模拟实验对复合改性沥青的抗老化性能进行了评价,结果表明,引入水滑石可以减少沥青老化过程中含氧官能团的产生,抗紫外老化性能得到了明显提高。 相似文献
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M. Anwar Parvez Mohammed Al‐Mehthel Hamad I. Al‐Abdul Wahhab Ibnelwaleed A. Hussein 《应用聚合物科学杂志》2014,131(7)
In this study, waste crumb rubber and sulfur were utilized to enhance the performance of asphalt binder for pavement applications. About 20–50% of sulfur and 1–6% crumb rubber were used. Melt properties were investigated using thermal analysis, dynamic and steady shear rheology, and artificial aging. Rheological tests were carried out in ARES rheometer. Both steady and dynamic shear rheology showed that crumb rubber improved the viscoelastic properties of the sulfur‐extended asphalt binder. Crumb rubber modification reduced temperature susceptibility of sulfur/asphalt, and increased the upper grading (performance) temperature of sulfur asphalt. The combined effect of sulfur and crumb rubber reduced the activation energy compared with that of pure asphalt. Zero‐shear viscosity and strategic highway research program rutting parameter (G*/sinδ) improved by crumb rubber incorporation into the sulfur asphalt binder. Short‐term aging improved G*/sinδ with slight increase in activation energy. The addition of sulfur to asphalt matrix increased the viscoelastic properties (G′ and G″) of sulfur asphalt. The addition of crumb rubber to sulfur asphalt enhanced the temperature resistance of the binder. Utilization of waste crumb rubber and sulfur in asphalt modification proved to enhance asphalt pavement life. In addition, utilization of such wastes can help in meeting the extra demand for asphalt, reduce the pavement cost, and help in solving a waste disposal problem. © 2013 Wiley Periodicals, Inc. J. Appl. Polym. Sci. 2014 , 131, 40046. 相似文献